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4 <br />I <br />F <br />~ .. <br />~. <br />I <br />i i <br />• <br />II <br />I <br />1 <br />I • <br />III <br />III G <br />ail I 12 ~ <br />~~ o <br />~I~ ' <br />m I <br />F ~ II' <br />. iPl r_____ ------- ------__~ ~_- -12~0LLA558 R.GP_ I - <br />xv~l%fF--_ ---____ _______ ~__b ____ ____ _ ____ r__ _ <br />_ _,r ___ _ _ ~ I_ _ <br />_________ ____-___ __ _____«~__: __-_____--_____--TTt- <br />_____ <br />~ ~ - V .L~ <br />E <br />L J . I <br />TYIPg 2%M<TPRIALL~ '... ..i.. <br />TYPE I MATERIAL PREFORMED u <br />COMPACTED TO 100% VY'E%P JT <br />STANWRD PROCTOR MATERIAL o <br />OEN4TY COMPLETELY Lpg21 f <br />ARWNO PR'E AND PIF£' JOINT I.- ' <br />CRADLE TO LIMITS SHOWN . ~. i <br />IE"OIA CLAS6 IERC.P <br />8A" O. DJ <br />CONCRETE OiADLE . .~.;. ._ ..'~.. o <br />M A Qi 12"O.C. i ~ <br />•9'f A661K)WN _ E ~ F' <br />4NTI-SEEP COLLAR ~. p .___ 1 <br />FOUNDATION FDILL - III - °IW II '.~~~~-i,_ <br />MATERIAL----~~ ~ , <br />110 <br />TOR REINfIXKEMENT IN ~ ~ ' <br />ANTI-SEEP COLLAR <br />SEE SHEET C-015 - ~- ~ " <br /> <br />a .- 2i <br />d ~ A <br />° <br />- ~ ~ <br />, <br />+„ <br />b P.~ O• <br />~N ~ H~ <br />F~ r~ <br /> <br /> ANTI-SEEP COLLAHSM 20-O O.C. <br /> THROUGNOUL EMBANKMENT <br />0 0' <br /> <br />12 Y2 1 <br /> <br />0 ~ COMPACTED 6ASE <br />GATE (NORMALLY CLOSED <br /> TYIE I MAIEgULL <br /> COMPACTED TO <br /> 100%$TANDARD <br /> PgOCRR DENSRY. <br /> TYPE 2 EMBANN- <br /> ~ MEN! FILL COM- <br />VMIES <br />O 101 8 ~ ~ R1RED 10 96% <br /> STANDAIm PROC- <br /> TOR DENSITY. <br />- ~ Y~ . <br /> I •N £ <br /> • <br />LIMITS Of TPENCN ' ' <br />EXCAVATN)N fOR 2=3" 2~-3" <br />PPE. 6~NON-PERFOR <br /> ATED P V.C. <br /> T <br />R 12 SCALE <br />~~ " 3~ - O• <br />TOP OF STRUCTURE ELEV. 6100.0 <br />II ~- _ 3 I '. NIGH WATEfl LINE-ELEV. 6W3.6J <br />A~SECTION ~ ~, <br />2 12 N.T.B. - <br />LOMPALTED EMBANKMENT MA%IMUM SEDIMENT STgVAGE-ELEV. W90.36 -12"0 WTE <br />SEED DOWNSTREAM SLOPE <br />TYPE 2 FILL MATERIAL- ' <br />I\``\ <br />'r, <br />~~ 36"CLAY LAYER <br />O TYPE I MATERIAL <br />DEEPEN GRAIN TRENCH IN -_ _ <br />VICINITY Cf WTLET TO 1LIDW _ _ <br />DRAIN TO'GAS6 WDER OUTLET I~- _ POND BOTTOM <br />PIPE A EXISTING GRADE -' - _ ~ ~ _ _ - -ELEV. 6080.0 - <br />12 12 _ ~ -- ~ _ _ <br />ANTI-SEEP COLLARS <br />I <br />I 32.-0. _~~~~_~~ ~_~~~ ~ ~ III 1212 <br />_ __ ~ ~'---~~ T'-fi'NOMINAL FLE%IBLE ~~l <br />LAYING LENGTH JOINT <br />__ fl@ADED FILTER TYPES MATERIAL 12'~0C1A55IE R.CP ~ I fi~RVG. NON-PERFORATED <br />_ _ <br />~~_. 0 P~..i D ~ -0 _:-:.-J~, U ,'..~. Y'. O'.` .. 063%SLOPE'1 _ ___ _ ____-___ ___ <br />.~ V - O.'.~....' co ~O''..'.u "_.'O. ___J L _ ~__ _- __ 60TH A OPE <br />TO WTLET SIAULTURf 0 "' -- ~ - - - - <br />- EO TROLI <br />-------- CONRETE CRADLE T WER 8 12 <br />' .. . .. .. . . - ... SURROUND P.V.C. <br />W c I3'- " WITH COMPACTED <br />~~ ~ "~~6"PV CTOE GRAIN o ~ KE WAY o b ~ DOM'NSTREAM IOF <br />INV. 6068.0 ~ TOE. SEE SECiIW <br />STATION 3+55 E ELEV 6065.0 a B-THIS sNf Er. <br />ttPE A GRADED SECTION AT f OUTLET WORKS ~ 23-0 <br />_ ~ FILTER MATERIAL A 5 0 5 10 <br />4 21z RUNOFF POND N0.2 (M. B.-21 f <br />W SCALE FeD~~ SCALE: I'~_5 O~~ <br />DE616NED DAF ~ f MOUNT GUNNISON suLF -s-o <br />ORAwN eAn- 'g'° ~, _ __ GUNNISON COUNTY( COLORADO OUTLET WORKS DETAILS FI-ENO <br />-.__ <br />CNFCNED --- * /\ PROJECT NO. <br />DA.F. ~ MERRICK AND COMPANY ARCO Coal Company w ~ -RUNOFF POND N0. 2 MG-o2-oz <br />' APIgOYED-- i'i ~ ! ~' DENVER, COLORADO onlriw A6nY[MMM~MDwgwT \ ., <br />' ' DAF dCP PROJECT N0. 103-33T6D ~ (M B-Z' <br />!~ -~~; .. - DRAWING N0. R[V AGE <br />WTE MY CM% YIP OFSCIIIPTION DATE SY CN% APP DESCRIPTION WTE 12/q/BO __.. ~ - ' " ' SUBMITTED ~_ ~ AIPROYFO C-012 63 <br />